參考文獻 |
參考文獻
1. GangaRao, H. V. S., Taly, N., and Vijay, P. V., Reinforced Concrete Design With FRP Composites, CRC(2006).
2. ACI Committee 440, Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars, ACI440.1R-06(2002).
3. Bakht, B., Al-Bazi, G. et al, “Canadian Bridge Design Code Provisions for Fiber-Reinforced Structures,” Journal of Composites for Construction, Vol. 4, No. 1, pp. 3-15(2002).
4. 金財興股份有限公司,FRP 筋產品簡介資料(2007)。
5. Collins, M. P., and Mitchell, D., Prestressed Concrete Structures,Prentice Hall, New Jersey, pp. 64-177(1991).
6. ACI Committee 318, Building Code Requirements for Structural Concrete, ACI 318-05(2005).
7. Ehsani, M. R., Saadatmanesh, H., and Tao, S., “Bond of Hooked Glass Fiber Reinforced Plastic(GFRP) Reinforcing Bars to Concrete,” ACI Materials Journal, Vol. 92, No. 4, pp.391-400(1995).
8. Orangun, C. O., Jirsa, J. O., and Breen, J. E., “A Reevaluation of Test Data on Development Length and Splices,” ACI Structural Journal,No.Proceeding, March, pp. 114-122(1977).
9. Wambeke, B. W. and Shield, C. K., “Development Length of Glass Fiber-Reinforced Polymer Bars in Concrete,” ACI Structural Journal,Vol. 13, No. 1, January-February, pp. 11-17(2006).
10. ACI Committee 440, State-of-the-Art Report on Fiber Reinforced Plastic Reinforcement for Concrete Structures, ACI 440R-96(1996).
11. ACI Committee 440, Guide for the Design and Construction of Concrete Reinforced with FRP Bars, ACI 440.1R-01(2001).
12. ACI Committee 440, Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, ACI440.2R-02(2002).
13. ACI Committee 440, Guide for the Design and Construction of Concrete Reinforced with FRP Bars, ACI 440.1R-03(2003).
14. ACI Committee 440, Guide Test Methods for Fiber-Reinforced Polymers (FRPs) for Reinforcing or Strengthening Concrete Structures, ACI 440.3R-04(2004).
15. ACI Committee 440, Report on Fiber-Reinforced Polymer (FRP)Reinforcement for Concrete Structures, ACI 440R-07(2007).
16. Zou, P. X. W., “Flexural Behavior and Deformability of
Fiber Reinforced Polymer Prestressed Concrete Beams,” Journal of Composites for Construction, Vol. 7, No. 4, November 1, pp.275-284(2003).
17. Benmokrane, B., Tighiouart, B., and Chaallal, O., “Bond Strength and Load Distribution of Composite GFRP Reinforcing Bars in Concrete,” ACI Materials Journal, Vol. 93, No. 3, May-June, pp.246-253(1996).
18. Malvar, L. J., “Tensile and Bond Properties of GFRP Reinforcing Bars,” ACI Materials Journal, Vol. 92, No. 3, May-June,pp.276-285(1995).
19. Achillides, Z., and Pilakoutas, K., “Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions,” Journal of Composites for Construction, Vol. 8, No. 2, April 1,pp.173-181(2004).
20. Kocaoz, S., Samaranayake, V. A., and Nanni, A., “Tensile characterization of glass FRP bars,” Composites Part B, E1 Sevier,Vol. 36, No. 2, pp. 127-134(2005).
21. Benmokrane, B., Zhang, B., and Chennouf, A., “Tensile properties and pullout behavior of AFRP and CFRP rods for grouted anchor applications, ” Journal of Construction and Building Materials, Vol.14, No. 3, pp. 157(2000).
22. Elzafraney, M., and Soroushian, P., “Testing Techniques and Tools to Determine Properties of Fiber-Reinforced Rods,” Journal of Testingand Evaluation, Mar., Vol. 34, No. 2(2006).
23. 信韓國際貿易有限公司,EPOXY 產品簡介資料(2007)。
24. 三木工程股份有限公司,無收縮水泥砂漿產品簡介資料(2007)。
25. Vijay, P. V. and GangaRao, H. V. S., “Bending Behavior and Deformability of Glass Fiber-Reinforced Polymer Reinforced Concrete Members,” ACI Structural Journal, Vol. 98, No. 6,November-December, pp.834-842(2001).
26. Newhook, J., Ghali, A., F. , and Tadros, G., “Cracking and Deformability of Concrete Flexural Sections with Fiber Reinforced Polymer,” Journal of Structural Engineering, Vol. 128, No. 9, September 1, pp. 1195-1201(2002).
27. AL-Sunna, R. A. S., “Deflection Behaviour of FRP Reinforced Concrete Flexural Members,” PhD thesis, Department of Civil and Structural Engineering, The University of Sheffield, 197pp(2006).
28. YUAN, J. F., “Analysis on Flexural Behavior of Concrete Beam Reinforced with FRP bars,” Master thesis, College of Civil Engineering Southeast University, 107pp(2006).
29. Zheng, Q. W., “Studied on Design Theory for Concrete Beams Reinforced with FRP Rebars,” Supervised by Wei-Chen Xue, Master thesis, Tongji University, 177pp(2006).
30. Aly, R., Benmokrane, B., and Ebead, U., “Tensile Lap Splicing of Fiber-Reinforced Polymer Reinforcing Bars in Concrete,” ACI Structural Journal, Vol. 103, No. 6, November-December, pp.857-864(2006).
31. Tureyen, A. K. and Frosch, R. J., “Concrete Shear Strength:Another Perspective, ”ACI Structural Journal, Vol. 100, No. 5, September-October, pp. 609-615(2003).
32. Ashour, A. F. and Family, M., “Tests of Concrete Flanged Beams Reinforced with CFRP Bars,” Magazine of Concrete Research , Vol.58, No. 9, November, pp.627-639(2006).
33. Nanni, A. and Faza, S., “Design and Construction of Concrete Reinforced with FRP Bars:An Emerging Technology,” Concrete International, Vol. 24, No. 11, pp. 53-58(2002).
34. Priestley, M. J. N. and Seible, F., “Design of Seismic Retrofit Measures for Concrete and Masonry Structures,” Construction and Building Materials, Vol. 9, No. 6, pp. 365-377(1995).
35. Priestley, M. J. N. Faza, Seible, F., and Calvi, G .M., “Seismic Design and Retrofit of Bridges,” New York : John Wiley & Sons(1996).
36. 趙文成、李有豐等人, 「碳纖維棒應用於預力構件之研究(第一期)」(交通部台灣區國道新建工程局),研究報告150(2006)。
37. 蘇鴻烈譯, 「工程師實驗方法」,徐氏基金會出版(1973)。
38. 陳文雄、王勇智, 「結構混凝土-力學行為與設計」,新文京出版,ISBN:986150379X(2006). |